HomeMy WebLinkAbout010 C6.1 Civil DetailsPROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF
604-09
4/25/2025
ELC
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8 BLOCK 9 APARTMENTSBOZEMAN, MONTANASITE PLAN SUBMITTALTAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES DCONCRETE SIDEWALK DETAIL5SCALE: NTS
INTEGRAL CONCRETE CURB & GUTTER1SCALE: NTS
1.50%
1.50%
24" MIN
INSTALL DETECTABLE
WARNING SURFACE ACROSS
ENTIRE WIDTH OF RAMP
1:12 MAX6" THICK CONCRETE RAMP AND
LEVEL LANDING PAD
W/ 3" COMPACTED GRAVEL BASE
DROP CURB (NO LIP)
INTEGRAL CURB
& GUTTER
18" TRANSITION FROM
DROP CURB TO FULL
HEIGHT CURB
5'x5' MIN. LEVEL
LANDING PAD
2% MAX2% MAX
SIDEWALK
PER PLAN
5% MAX
SLOPE WITHIN
4' OF CURB
ADA SIDEWALK RAMP DETAIL
SCALE: NTS 2% MAX3
ADA STALL
WITDH PER PLAN
(8' TYP.)
LOADING ZONE
WIDTH PER PLAN
(8' TYP.)
INTERNATIONAL SYMBOL
OF ACCESSIBILITY.
INTEGRAL CURB
& GUTTER
4" THICK
CONCRETE
SIDEWALK.
WIDTH VARIES
PER PLAN
5' WIDE
MIN. LEVEL
LANDING PAD
DEPRESSED TO
DROP CURB
ELEVATION
2% MAX SLOPE
INSTALL DETECTABLE
WARNING SURFACE ACROSS
ENTIRE WIDTH OF RAMP
24" MINDROP CURB (NO LIP)
1:12 MAX1:12 MAX
6' RAMP
(TYP. OF 2)
4" THICK SOLID YELLOW
PAINTED LINES
18'
2% MAX SLOPE IN ALL
DIRECTIONS ACROSS ADA
STALL AND LOADING ZONE
4" THICK
CONCRETE
SIDEWALK.
WIDTH VARIES
PER PLAN
PARKING STALL PER PLAN
(EITHER STANDARD 9' WIDE
STALL OR ADA STALL)
ADA PARKING SIGN
ADA PARKING STALL AND SIDEWALK RAMP DETAIL4SCALE: NTS
9
C6.1 CIVIL DETAILS9
SIGN INSTALLATION STANDARDS6SCALE: NTS
NOTE:
1.ANY RECOMMENDATIONS IN THE SITE GEOTECHNICAL REPORT REGARDING
EXTERIOR CONCRETE AND BASE GRAVEL SECTIONS SHALL TAKE PRECEDENCE
OVER THIS DETAIL
2.CONTRACTION JOINTS TO BE SPACED AT 10' MAX INTERVALS
CONCRETE DRIVEWAY SECTION7SCALE: NTS
MIRAFI 500X GEOTEXTILE FABRIC
OR APPROVED EQUAL
COMPACTED SUBGRADE
9" THICK SECTION OF 3/4"
MINUS ROCK
6" THICK SECTION OF 4000 PSI CONCRETE WITH
FIBER MESH AT A RATE OF 1.5 LB/CY
18"
MADRAX U190 U-STYLE BIKE RACK
OR APPROVED EQUAL
Ø 1 7/8" STEEL TUBING
19 7/8"
30-36"
IN-GROUND
OR FLUSH MOUNT PER
MANUFACTURER
SPECIFICATIONS
4" CONCRETE
PAD
3/4" WASHED ROCK
CONCRETE TO MATCH
SIDEWALK SECTION
SIGN INSTALLATION STANDARDS8SCALE: NTS
FIRE HYDRANT DETAIL2SCALE: NTS SOURCE: COB. STD. DWG. NO: 02660-4
8'-0" MAX.
3'-0" MIN.
TO BACK OF CURB
NEW HYDRANT MUELLER
SUPER CENTURION 250 OR
WATEROUS PACER
MIN. 4'-0" CLEAR ALL
AROUND (TRESS,
HEDGES, BUSHES,
ETC.)
ADJUSTABLE SCREW
TYPE VALVE BOX
WITH LID
INSTALL PLUMB WITH
PUMPER NOZZLE
FACING STREET
ELEVATIONS AS SHOWN
ON PLANS OR 0.2' ABOVE
TOP OF CURB GRADE
GROUND LINE
UNDISTURBED
EARTH
*CONCRETE
THRUST
BLOCK
MIN. 12 CUBIC YARD WASHED GRAVEL FLANGE JOINT
NEW 6" AUXILLARY GATE VALVE
JOINT AS REQUIRED
FOR PIPE SPECIFIED
TO MAIN LINE